System-Level Seismic Risk Assessment of Bridge Transportation Networks Employing Probabilistic Seismic Hazard Analysis

Table 2

Structural information on the bridges.

Bridge no.	Total length (m)	Width (m)	Maximum span length (m)	Type	Year of construction	Design
1	169.7	20.5	25.7	PSCI	1992	Conventional
2	345	7.5	60	Steel box	2006	Seismic
3	455	28	35	PSCI	2009	Seismic
4	300	21	40	PSCI	2011	Seismic
5	25	8	12.5	RC slab	1990	Conventional
6	140	20	50	Steel box	2012	Seismic
7	102	9.5	14.6	RC slab	1992	Conventional
8	125.2	24	26	Steel plate	1975	Conventional
9	480	12.1	60	Steel box	2004	Seismic
10	115	8.3	45	Steel box	2004	Seismic